O. Reul
University of Kassel
GeoCongress 2006 | 2006
F. Garcia; A. Lizcano; O. Reul
In the scope of this paper one case history of a piled raft foundation - Messeturm tower in Frankfurt Germany - has been studied using a viscohypoplastic constitutive law in a three dimensional finite element analysis with the program ABAQUS and the user subroutine UMAT developed by A. Niemunis and the geotechnical group of the Karlsruhe university in Germany. In the finite element analysis the construction process of the Messeturm tower is modelled. The calculated results will be compared with the in situ measurements with the purpose to verify the viscohypoplastic law in a boundary value problem.
Geotechnique | 2003
O. Reul; Mark Randolph
Journal of Geotechnical and Geoenvironmental Engineering | 2004
O. Reul; Mark Randolph
Archive | 2000
Rolf Katzenbach; Ulvi Arslan; Christian Moormann; O. Reul
Fourteenth International Conference on Soil Mechanics and Foundation Engineering. ProceedingsInternational Society for Soil Mechanics and Foundation Engineering | 1999
R Katzenbach; O. Reul
Study of the influence of finite element mesh refinement on the calculated bearing behaviour of a piled raft | 2002
O. Reul; Mark Randolph
International Journal of Physical Modelling in Geotechnics | 2016
Jörg Bauer; Hans-Georg Kempfert; O. Reul
International Journal of Physical Modelling in Geotechnics | 2015
O. Reul
International Journal of Physical Modelling in Geotechnics | 2018
Christoph Niemann; Conleth O'Loughlin; Yinghui Tian; Mark Cassidy; O. Reul
Bautechnik | 2017
Wolfgang Kissel; Engin Toker; O. Reul
